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    Wedge Failure Analysis of Soil Resistance on Laterally Loaded Piles in Clay

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 007
    Author:
    Youngho Kim
    ,
    Sangseom Jeong
    ,
    Sungjune Lee
    DOI: 10.1061/(ASCE)GT.1943-5606.0000481
    Publisher: American Society of Civil Engineers
    Abstract: A fundamental study of pile-soil systems subjected to lateral loads in clay soil was conducted by using experimental tests and a lateral load-transfer approach. The emphasis was on an improved wedge failure model developed by considering three-dimensional combination forces and a new hyperbolic
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      Wedge Failure Analysis of Soil Resistance on Laterally Loaded Piles in Clay

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/62264
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    contributor authorYoungho Kim
    contributor authorSangseom Jeong
    contributor authorSungjune Lee
    date accessioned2017-05-08T21:47:08Z
    date available2017-05-08T21:47:08Z
    date copyrightJuly 2011
    date issued2011
    identifier other%28asce%29gt%2E1943-5606%2E0000497.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62264
    description abstractA fundamental study of pile-soil systems subjected to lateral loads in clay soil was conducted by using experimental tests and a lateral load-transfer approach. The emphasis was on an improved wedge failure model developed by considering three-dimensional combination forces and a new hyperbolic
    publisherAmerican Society of Civil Engineers
    titleWedge Failure Analysis of Soil Resistance on Laterally Loaded Piles in Clay
    typeJournal Paper
    journal volume137
    journal issue7
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0000481
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 007
    contenttypeFulltext
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